Attachment C - Plans - Part 1A.pdf

PDF 30 MB Posted Jul 14, 2021

Attached to: Red Bluff Campground Rehabilitation Federal contract opportunity
Solicitation number: 12445521B0005
Issued by: Department of Agriculture Forest Service

About this file

Written by GovTribe AI · Dec 27, 2023

This document provides details for the Red Bluff Campground Rehabilitation federal contract opportunity issued by the Department of Agriculture Forest Service. Interested parties may coordinate a pre-bid site visit by July 26th and are invited to submit proposals in response to solicitation number 12445521B0005. The opportunity involves rehabilitating the Red Bluff Campground, as outlined in the attached solicitation and its supporting plans in Attachment C - Part 1A. Offerors should carefully review all provided documents for full requirement details prior to submitting proposals in response to this solicitation.

View the file

Other files for this federal contract opportunity

Other files attached to Red Bluff Campground Rehabilitation, newest first.
File	Type	Posted
Pre-Bid Q-A.docx	DOCX document	Aug 4, 2021
Attachment G - Davis Bacon Wage Determination - Building.pdf	PDF	Jul 14, 2021
Attachment F - Davis Bacon Wage Determination - Highway.pdf	PDF	Jul 14, 2021
Attachment H - Davis Bacon Wage Determination - Heavy.pdf	PDF	Jul 14, 2021
Attachment A - Schedule of Items.xlsx	XLSX spreadsheet	Jul 14, 2021
Attachment B - Specifications.pdf	PDF	Jul 14, 2021
12445521B0005.pdf	PDF	Jul 14, 2021
Attachment D - Plans - Part 1B.pdf	PDF	Jul 14, 2021
Attachment E - Plans - Part 2.pdf	PDF	Jul 14, 2021

On GovTribe

Work with this file on GovTribe

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

FOREST LOCATION

VICINITY MAP

TRAVEL DIRECTIONS:

SHEET OF

United States Department of Agriculture

Forest Service

RED BLUFF RECREATION AREA REHABILITATION

STARTING AT THE POTOSI CITY LIMITS TAKE HIGHWAY 8 WEST FOR APPROXIMATELY 19 MILES TO

HIGHWAY Y. TAKE HIGHWAY Y FOR APPROXIMATELY 8 MILES TO HIGHWAY C. MAKE A RIGHT TURN

ONTO HIGHWAY C. AT STOP SIGN CONTINUE STRAIGHT FOR APPROXIMATELY 5 MILES TO THE

ENTRANCE OF RED BLUFF RECREATION AREA ON THE RIGHT.

RECOMMENDED BY:

APPROVED:

FOREST ENGINEER

DISTRICT RANGER DATE

DATE

DIRECTOR OF ENGINEERING DATE

FOREST SUPERVISOR DATE

RO FACILITIES PROGRAM MANAGER

DATE

4/1 6/2

1 1 4:

N C:

T W

G' S\

\09

-R D2

D- G0

0.D

W G;

STATE OF MISSOURI

CRAWFORD COUNTY

R9 EASTERN REGION

MARK TWAIN NATIONAL FOREST

POTOSI-FREDERICKTOWN RANGER DISTRICT

INDEX OF SHEETS

SHEET SHEET TITLE DATE

1 COVER SHEET - PART 1 OF 2

2 G-01 GENERAL NOTES

3 G-02 CIVIL DETAILS

4 G-03 SITE NO./SPUR CONSTRUCTION NO. LOCATION MAP

G-04 OVERALL/GRADING PLAN FEE STATION; HOST SITE; SITES 1-15

G-05 OVERALL/GRADING PLAN SITES 16-24; DUMP STATION; WELL

HOUSE ACCESS ROAD

G-06 OVERALL/GRADING PLAN GROUP LOOP SITES 1-9; FEE

STATION; TRASH BIN SITE

8 G-07 EROSION CONTROL PLAN NORTH AND GROUP LOOPS

9 G-08 EROSION CONTROL DETAILS

10 G-09 TO G-11 SITE SITE DETAILS

C-01 TO C-37 SITE PLAN, PROFILE AND CROSS SECTIONS NORTH

END LOOP AND GROUP LOOP

C-38 SOUTH LOOP SITE NO./SPUR CONSTRUCTION NO. LOCATION

MAP (OPTIONAL BID ITEM NO. 1)

C-39 SOUTH LOOP EROSION CONTROL PLAN (OPTIONAL BID ITEM

NO. 1)

C-40 SOUTH LOOP SEEDING PLAN (OPTIONAL BID ITEM NO.1)

C-41 TO C-56 SOUTH LOOP SITE PLAN, PROFILE AND CROSS

SECTIONS (OPTIONAL BID ITEM 1)

69 E-01 & E-02 ELECTRICAL SITE PLANS

71 E-03 & E-04 ONE LINE POWER PLANS

E-05 TO E-07 FEEDER SCHEDULES SHEETS 1, 2, & 3

76 E-08 & E-09 ELECTRIC DETAIL SHEETS 1 & 2

78 E-10 ELECTRIC PARKING LOT LIGHTING DETAIL

79 L-01 NORTH LOOP/GROUP LOOP SITE PLAN

80 L-02 NORTH LOOP/GROUP LOOP LANDSCAPE PLANTING PLAN

81 L-03 SOUTH LOOP LANDSCAPE SITE & PLANTING PLAN

82 L-04 SIGN DETAIL SHEET

L-05 TO L-07 GATE ARM, POST SITING & PLACEMENT DETAILS

86 P-01 WATER LINE LAYOUT

87 P-02 WELL HOUSE PIPING PLAN

88 P-03 TO P-04 WELL HOUSE PIPING SECTION AA AND SECTION BB

P-05 WELL HOUSE FLOOR PLAN; CXT EQUIPMENT & KNOCKOUT

91 P-06 WELL HOUSE ELECTRICAL

92 P-07 WATER SPIGOT DETAILS

93 P-08 WATER WELL DETAILS

94 P-09 RV DUMP STATION LAYOUT

95 P-10 RV DUMP STATION HOLDING TANKS

96 P-11 HOST HOLDING TANKS

97 P-12 SHOWER BUILDING WASTEWATER LAYOUT

98 P-13 SHOWER BUILDING SEPTIC TANKS

99 P-14 DISTRIBUTION CELL LAYOUTS

100 P-15 SOUTH LOOP WATERLINE LAYOUT

101 P-16 & P-17 DETAIL SHEETS 1 & 2

RED BLUFF

RECREATION AREA

POTOSI-FREDERICKTOWN

RANGER DISTRICT

10019 MO-8

PITOSIS, MO

PART 1 OF 2

PROJECT LOCATION

GENERAL NOTES:

1. THE CONTRACTOR SHALL LOCATE ALL UTILITIES PRIOR TO WORK

COMMENCING. "MISSOURI ONE CALL SYSTEM"

2. THIS PROJECT WILL USE THE "STANDARD SPECIFICATION FOR

CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY

PROJECTS, FP-14", US DEPARTMENT OF TRANSPORTATION,

FEDERAL HIGHWAY ADMINISTRATION, FEDERAL LANDS HIGHWAY.

3. ALL CONSTRUCTION PLANS IN THIS SET OF DRAWINGS SHALL BE

PRINTED ON 22" x 34" PAPER TO DISPLAY CORRECT SCALING AND

READABILITY.

4. AREAS THAT REQUIRE AGGREGATE (SOCIAL CORE AREAS,

SHOULDERS, WALKWAYS, SLOPE STABILIZATION) SHALL MEET

THE CRITERIA FOUND IN APPENDIX 2--SPECIFICATIONS FOR

TESTING IN THE RED BLUFF RECREATION AREA SPECIFICATIONS

DOCUMENT.

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

5/1 7/2

1 1 7:

N C:

T W

G' S\

\09

-R

-0

2D _G

-8 .D

W G;

R09

EASTERN REGION

RED BLUFF

CAMPGROUND

ALL LOOPS

MARK TWAIN

NATIONAL FOREST

POTOSI-FREDERICKTOWN

RANGER DISTRICT

GENERAL NOTES AND

SCHEDULE

4/30/2021 090505-RDR2021-0004D-G0001

W.KNAACK

M.BROWN

K.CONTARDI

G-01 2 102

1. CONTRACTOR SHALL VISIT THE SITE TO OBSERVE ALL

EXISTING SITE CONDITIONS PRIOR TO THE START OF

WORK.

2. CONTRACTOR SHALL OBTAIN ALL NECESSARY

APPROVALS & PERMITS PRIOR TO BEGINNING WORK.

3. ALL NEW WORK SHALL BE STAKED OUT PRIOR TO

CONSTRUCTION. COR SHALL BE NOTIFIED OF ANY

DISCREPANCIES. FIELD ADJUSTMENTS MUST BE

APPROVED BY THECOR PRIOR TO CONSTRUCTION.

4. ALL LINES & DIMENSIONS ARE PARALLEL OR

PERPENDICULAR TO THE LINES FROM WHICH THEY

ARE MEASURED UNLESS OTHERWISE INDICATED.

5. STORAGE AREA FOR CONTRACTOR'S EQUIPMENT &

MATERIAL SHALL BE WITHIN THE LIMITS OF

CONSTRUCTION.

6. ALL EXISTING UTILITIES ARE SHOWN IN THEIR

RELATIVE POSITION. CONTRACTOR IS RESPONSIBLE

FOR VERIFYING THE VERTICAL & HORIZONTAL

POSITION OF EXISTING UTILITIES PRIOR TO

CONSTRUCTION.

7. AT ALL LOCATIONS WHERE EXISTING CONCRETE

PAVEMENT OR ASPHALT PAVEMENT ABUT NEW

CONSTRUCTION, THE EDGE OF EXISTING PAVEMENT

SHALL BE CUT TO A CLEAN EDGE W/

A FLUSH TRANSITION.

8. CONTRACTOR IS RESPONSIBLE TO REPAIR OR

REPLACE ALL ITEMS DAMAGED OUTSIDE OF THE

CONSTRUCTION LIMITS, OR ANY DISTURBANCE ON

THE SITE WHICH IS NOT PART OF THE IDENTIFIED

WORK CONTRACT.

9. BLEND ALL WORK OF THIS CONTRACT SMOOTHLY

INTO EXISTING CONDITIONS AT THE CONSTRUCTION

LIMITS.

10. CONTRACTOR SHALL MAINTAIN PROPER SIGNS,

BARRICADES, & FENCES TO PROPERLY PROTECT THE

WORK, EQUIPMENT, PERSONS, & PROPERTY FROM

DAMAGE.

11. MANUFACTURED ITEMS SHALL BE INSTALLED,

CONNECTED, & CLEANED ACCORDING TO

MANUFACTURER'S RECOMMENDATIONS.

12. PRIOR TO PROJECT CLOSE-OUT, CONTRACTOR SHALL

REMOVE ALL DEBRIS & EXCESS MATERIALS FROM

SITE; ALSO, ANY DAMAGE TO FIELD OR FACTORY

APPLIED FINISHES SHALL BE REPAIRED.

LANDSCAPE GENERAL NOTES:

CULVERT SCHEDULE:

NOTES:

1. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING ALL PIPE LOCATIONS AND LENGTHS PRIOR TO

ORDERING MATERIALS.

2. CLEARING AND GRUBBING DISPOSAL WILL BE OFFSITE, METHOD A.

3. NL = NORTH LOOP; GL = GROUP LOOP; SL = SOUTH LOOP; PB = PINE BLUFF

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

AutoCAD SHX Text E

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

4/1 3/2

1 1 2:

N C:

T W

G' S\

\09

-R

-0

2D _G

-8 .D

W G;

R09

EASTERN REGION

RED BLUFF

RECREATION

AREA

ALL LOOPS

MARK TWAIN

NATIONAL FOREST

POTOSI-FREDERICKTOWN

RANGER DISTRICT

CIVIL STANDARD

DETAILS

4/30/2021 090505-RDR2021-0004D-G4002

W.KNAACK

M.BROWN

K.CONTARDI

G-02 3 102

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text

%%UCULVERT SKEW DIAGRAM

AutoCAD SHX Text

BEGIN PROJECT

AutoCAD SHX Text

END PROJECT

AutoCAD SHX Text 120%%D

AutoCAD SHX Text 60%%D

AutoCAD SHX Text

%%UCULVERT INSTALLATION DETAIL

AutoCAD SHX Text

CROSS DRAIN SECTION

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text 1:2

AutoCAD SHX Text

EXISTING GROUND

AutoCAD SHX Text

SEE DITCH DAM

AutoCAD SHX Text

INLET DETAILS.

AutoCAD SHX Text 1:2

AutoCAD SHX Text

1.0' MIN. COVER

AutoCAD SHX Text

RIPRAP, APPROX.

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text

PLACE CULVERT IN ALIGNMENT WITH THE NATURAL STREAM

AutoCAD SHX Text

CHANNEL. WHERE NO CHANNEL IS APPARENT INSTALL

AutoCAD SHX Text

CULVERTS AT SKEWS SHOWN ON THE DRAWINGS OR AS

AutoCAD SHX Text

DIRECTED BY THE CO.

AutoCAD SHX Text 1.

AutoCAD SHX Text

MINIMUM CULVERT GRADES SHALL BE 2% OR 1/2 OF THE

AutoCAD SHX Text

TRIBUTARY DITCH GRADE.

AutoCAD SHX Text 2.

AutoCAD SHX Text

CAMBER WILL DEPEND ON SITE CONDITIONS. MAXIMUM CAMBER

AutoCAD SHX Text

IS 2 % OF CULVERT LENGTH BUT NO LESS THAN 3-INCHES AT

AutoCAD SHX Text 3.

AutoCAD SHX Text

CENTER.

AutoCAD SHX Text 4.

AutoCAD SHX Text

MINIMUM COVER OVER CULVERTS UNLESS OTHERWISE SHOWN ON

AutoCAD SHX Text

THE DRAWINGS IS 1.5 FEET.

AutoCAD SHX Text 5.

AutoCAD SHX Text

PLACE RIPRAP AT SITES SHOWN ON THE DRAWINGS OR AS

AutoCAD SHX Text

DIRECTED BY THE CO.

AutoCAD SHX Text 6.

AutoCAD SHX Text

INLET & OUTLET DITCH CONSTRUCTION, AND DITCH DAM

AutoCAD SHX Text

CONSTRUCTION COSTS ARE INCLUDED IN PAY ITEM 60201-1.

AutoCAD SHX Text

%%UGENERAL NOTES

AutoCAD SHX Text *Unless otherwise noted in the Cross-Sections.

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

AS REQUIRED.

AutoCAD SHX Text 1:4*

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

INSTALL SILT FENCE

AutoCAD SHX Text

AT TOE OF SLOPE

AutoCAD SHX Text

TYPICAL CROWN

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text

ROAD

AutoCAD SHX Text 1:4*

AutoCAD SHX Text

0.02 ft./ft.

AutoCAD SHX Text

0.02 ft./ft.

AutoCAD SHX Text

MATCH EXIST.

AutoCAD SHX Text

VARIES

AutoCAD SHX Text 2.0'

AutoCAD SHX Text

CLEARING LIMITS

AutoCAD SHX Text 2.0'

AutoCAD SHX Text

MATCH EXIST.

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

8.0' LANE

AutoCAD SHX Text

8.0' LANE

AutoCAD SHX Text

%%UPROPOSED TYPICAL SPUR CROSS SECTION

AutoCAD SHX Text

ALL DISTURBED AREAS.

AutoCAD SHX Text

SEED & MULCH

AutoCAD SHX Text

MO DOT TYPE 5

AutoCAD SHX Text

6" CRUSHED AGGREGATE

AutoCAD SHX Text

POINT REFERENCED

AutoCAD SHX Text

ON PROFILE

AutoCAD SHX Text 1.0'

AutoCAD SHX Text

SHOULDER

AutoCAD SHX Text

SHOULDER

AutoCAD SHX Text

4" TOTAL, 2 EQ. LIFTS

AutoCAD SHX Text

ASPHALT CONCRETE

AutoCAD SHX Text

MO DOT GRADE BP-1

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text 6"

AutoCAD SHX Text

OVERFLOW

AutoCAD SHX Text

EMERGENCY

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text

CULVERT

AutoCAD SHX Text

PIPE

AutoCAD SHX Text

DITCH

AutoCAD SHX Text

BOTTOM OF

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text

INLET

AutoCAD SHX Text

SHOULDER

AutoCAD SHX Text

%%UTYPICAL DITCH DAM INLET, PAY ITEM 25101

AutoCAD SHX Text

CROSS SECTION

AutoCAD SHX Text

PIPE CULVERT

AutoCAD SHX Text

FINISHED ROAD

AutoCAD SHX Text

CLASS 3 RIPRAP

AutoCAD SHX Text 6.0'

AutoCAD SHX Text 9.0'

AutoCAD SHX Text

CLASS 3 RIPRAP

AutoCAD SHX Text

FINISHED ROAD SHOULDER

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text

FLOW

AutoCAD SHX Text L

AutoCAD SHX Text

C OF DITCH

AutoCAD SHX Text

%%UTYPICAL DITCH DAM INLET

AutoCAD SHX Text

PERSPECTIVE VIEW

AutoCAD SHX Text

SHOULDER

AutoCAD SHX Text

PIPE CULVERT INLET

AutoCAD SHX Text

CLASS 3 RIPRAP

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text

ROAD SURFACE

AutoCAD SHX Text

FINISHED 1:2 SLOPE

AutoCAD SHX Text

RISE

AutoCAD SHX Text

MIN. 0.5' OF SELECT BEDDING

AutoCAD SHX Text

FP-14 SUBSECTION 704.02

AutoCAD SHX Text

MIN.

AutoCAD SHX Text

COVER

AutoCAD SHX Text

%%UPIPE INSTALLATION DETAIL

AutoCAD SHX Text

SIDE VIEW

AutoCAD SHX Text

(SEE PLAN)

AutoCAD SHX Text

FOUNDATION GRADE

AutoCAD SHX Text

BEDDING IS INCIDENTAL TO

AutoCAD SHX Text INLET and OUTLET

AutoCAD SHX Text

PAY ITEM 60201.

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

4/1 9/2

1 0 8:

N C:

T W

G' S\

\09

-R

-0

2D _G

-8 .D

W G;

R-9

EASTERN REGION

RED BLUFF

RECREATION

AREA

NORTH AND

GROUP LOOPS

MARK TWAIN

NATIONAL FOREST

POTOSI-FREDERICKTOWN

RANGER DISTRICT

SITE NUMBER /

CONSTRUCTION SPUR

NUMBER LOCATION

PLAN

4/30/2021 090505-RDR2021-0004D-G0003

W.KNAACK

M.BROWN

K.CONTARDI

G-03 4 102

LEGEND

GL SITE 3

GL SITE 4

27 SPUR CONSTRUCTION NUMBER

STA. 270+00

NL SITE 1

GL SITE 4

NORTH LOOP PERMANENT SITE NUMBER

GROUP LOOP PERMANENT SITE NUMBER

GL SITE 2

GL SITE 1

GL SITE 5

GL SITE 6

GL SITE 9

GL SITE 8

GL SITE 7

TRASH BIN

SITE

GL FEE

SITE

HOST SITE

NL SITE 2

NL SITE 3

NL SITE 5

NL SITE 1

NL SITE 7

NL SITE 8

NL SITE 4

NL SITE 6

NL SITE 9

NOT USED

SHOWER HOUSE SITE

NL SITE 10

NL SITE 12

NL SITE 11

NL SITE 13

NL SITE 15

NL SITE 14

NL SITE 16

NL SITE 17

NL SITE 19

NL SITE 18

NL SITE 20

NL SITE 22

NL SITE 23

NL SITE 24

NL SITE 21

GROUP LOOP (GL)

NORTH LOOP (NL)

OVERFLOW

SITE

NOT USED

BASE BID

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text

SCALE: 1"=40'

8 8

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

5/1 8/2

1 1 1:

N C:

T W

G' S\

\09

-R

-0

2D _G

-8 .D

W G;

R09

EASTERN REGION

RED BLUFF

RECREATION

AREA

NORTH & GROUP

LOOPS

MARK TWAIN

NATIONAL FOREST

POTOSI-FREDERICKTOWN

RANGER DISTRICT

SITES 1 TO 13

GRADING PLAN

04/30/2021 090505-RDR2021-0004D-G1004

W.KNAACK

M.BROWN

K.CONTARDI

G-04 5 102

GRADING NOTES:

SITE 1

SITE 3

SITE 5

SITE 7

SITE 8 SITE 4

HOST SITE

SITE 2

SITE 6

SITE 9

SITE 11

SITE 13

SITE 10

SITE 12

SHOWER

BUILDING

SITE

FEE

STATION

A T

C H

E S

E E

S H

E E

T G

A T

C H

E S

E E

S H

E E

T G

LEGEND

PROPOSED ASPHALT CONCRETE

PAVING (SPURS)

PROPOSED GRAVEL PAVING

(SOCIAL CORE AREAS)

PROPOSED CONCRETE PAVING

(WALKWAYS)

EXISTING CULVERT

BASE BID

PROPOSED CULVERT AND/OR

CULVERT EXTENSION

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text

1. THE LOCATION OF UNDERGROUND UTILITIES THE LOCATION OF UNDERGROUND UTILITIES SHOWN ON THE PLANS ARE FOR INFORMATION ONLY, & ALL UTILITIES MAY NOT BE SHOWN. THE CONTRACTOR SHALL CONTACT THE PROPER LOCAL AUTHORITIES OR RESPECTIVE UTILITY COMPANY HAVING JURISDICTION TO CONFIRM THE LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. ANY COSTS INCURRED BY THE CONTRACTOR DUE TO FAILURE TO CONTACT THE PROPER AUTHORITIES SHALL BECOME THE RESPONSIBILITY OF THE CONTRACTOR. 2. CONTRACTOR SHALL VERIFY ALL CONDITIONS CONTRACTOR SHALL VERIFY ALL CONDITIONS IN THE FIELD & REPORT ANY DISCREPANCIES BETWEEN PLANS & ACTUAL CONDITIONS TO THE COR. 3. CONTRACTOR SHALL VERIFY PROPOSED CONTRACTOR SHALL VERIFY PROPOSED GRADES PRIOR TO CONSTRUCTION & REPORT ANY DISCREPANCIES TO THE COR. 4. ALL POINTS OF CONSTRUCTION EGRESS OR ALL POINTS OF CONSTRUCTION EGRESS OR INGRESS SHALL BE MAINTAINED TO PREVENT TRACKING OR FLOWING OF SEDIMENT OR DEBRIS ONTO PUBLIC ROADS. 5. SILT FENCE SHALL BE INSTALLED APPROXIMATELY 2' WITHIN THE CONSTRUCTION LIMITS, AS APPROVED BY THE C.O.R. SEE DETAIL SHEET G-08 AND SPECIFICATIONS.

AutoCAD SHX Text

11. EXCAVATION REQUIRED WITHIN 3 FEET OF EXISTING UTILITY LINES SHALL BE DONE BY HAND; DO NOT EXCAVATE SOIL W/ MACHINERY. CONTRACTOR SHALL W/ MACHINERY. CONTRACTOR SHALL REPAIR ANY DAMAGE TO EXISTING UTILITY LINES OR STRUCTURES INCURRED DURING CONSTRUCTION CONSTRUCTION OPERATIONS AT NO ADDITIONAL COST TO THE USFS. USFS. 12. CONTRACTOR SHALL NOTIFY COR WHEN ROUGH GRADING IS COMPLETE. FINISH GRADES SHALL BE ADJUSTED IN FIELD, WHEN NECESSARY, BY APPROVAL OF THE COR. 13. GRADING SHALL INCLUDE UTILITY EXCAVATION & STOCKPILING OF ANY ORGANIC TOPSOIL & ANY SUITABLE MATERIALS ABOVE THE FINISHED MATERIALS ABOVE THE FINISHED ELEVATIONS SHOWN ON THE DRAWINGS. THESE MATERIALS TO BE STOCKPILED SEPARATELY & PROTECTED FROM EROSION. 14. WHEN EXCAVATING & FILLING IN TREE AREAS, USE EXTREME CAUTION TO PROTECT ROOT SYSTEMS OF TREES NOT INDICATED TO BE REMOVED. IF, IN ORDER TO PERFORM EXCAVATION WORK, IT BECOMES NECESSARY TO CUT ROOTS OF PLANTS TO BE OF PLANTS TO BE SAVED, SUCH ROOTS SHOULD BE CUT NEATLY.

AutoCAD SHX Text 6.. CONTRACTOR SHALL BLEND ALL NEW EARTHWORK INTO EXISTING GRADES AT LIMITS EARTHWORK INTO EXISTING GRADES AT LIMITS OF GRADING WORK. PROVIDE SMOOTH, ROUNDED TRANSITIONS AT ALL TOP & BOTTOM OF SLOPES. 7. PITCH EVENLY BETWEEN SPOT GRADES. ALL PAVED AREAS MUST PITCH TO DRAIN AT A MINIMUM SLOPE OF ONE -EIGHTH INCH (1/8") PER FOOT. ANY DISCREPANCIES NOT ALLOWING THIS TO OCCUR SHALL BE REPORTED TO THE C.O.R. PRIOR TO CONTINUING WORK. 8. ANY AREA OUTSIDE THE LIMIT OF WORK THAT IS DISTURBED SHALL BE RESTORED TO ITS ORIGINAL CONDITION AT NO COST TO THE USFS. 9. WHERE NEW PAVING MEETS EXISTING PAVING, MEET GRADE FLUSH. AT ALL LOCATIONS WHERE EXISTING PAVEMENT ABUTS NEW CONSTRUCTION, THE EDGE OF THE EXISTING PAVEMENT SHALL BE SAW CUT TO A CLEAN, SMOOTH EDGE.

AutoCAD SHX Text

SCALE: 1"=20'

AutoCAD SHX Text

15. PRIOR TO PROJECT CLOSE-OUT, CONTRACTOR SHALL REMOVE ALL DEBRIS & EXCESS MATERIALS FROM SITE. 16. DURING GRADING OPERATIONS, DRAINAGE OF THE SITE & ADJACENT AREAS SHALL BE MAINTAINED CONTINUOUSLY TO PREVENT EROSION OR OTHER DAMAGE. WHEN IT IS NECESSARY TO INTERRUPT DRAINAGE OR OTHER EXISTING UTILITIES, PROVIDE TEMPORARY FACILITIES UNTIL PERMANENT WORK IS COMPLETED. 17. GRADING BETWEEN SITES AND ALL AREAS SHALL HAVE A POSITIVE DRAINAGE TO THE CULVERT PIPES OR A POSITIVE DRAINAGE TO CREATE A NATURAL FLOW AWAY FROM THE SITES.

AutoCAD SHX Text

NEW CULVERT EXTENSION @ STA. 13+24STA. 13+24

AutoCAD SHX Text

NEW CULVERT EXTENSION @ STA. 14+04STA. 14+04

AutoCAD SHX Text

NEW CULVERT EXTENSION @ STA. 14+93STA. 14+93

AutoCAD SHX Text

EX. CULVERT @ STA. 15+78

AutoCAD SHX Text

NEW CULVERT EXTENSION @ STA. 19+16STA. 19+16

AutoCAD SHX Text

NEW CULVERT EXTENSION @ STA. 11+49STA. 11+49

AutoCAD SHX Text

EX. CULVERT @ STA. 10+17

AutoCAD SHX Text

NORTHING: 721124.8903 EASTING: 625211.3263

NORTHING: 721358.6523 EASTING: 624600.0169

8 8

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

5/1 8/2

1 1 1:

N C:

T W

G' S\

\09

-R

-0

2D _G

-8 .D

W G;

R09

EASTERN REGION

RED BLUFF

RECREATION

AREA

NORTH & GROUP

LOOPS

MARK TWAIN

NATIONAL FOREST

POTOSI-FREDERICKTOWN

RANGER DISTRICT

SITES 14 TO 24, DUMP

STATION & WELL HOUSE

ACCESS ROAD

GRADING PLAN

4/30/2021 090505-RDR2021-0004D-G1005

W.KNAACK

M.BROWN

K.CONTARDI

G-05 6 102

A T

C H

E S

H E

E T

SITE 14

SITE 16

SITE 18

SITE 19

SITE 17

SITE 21SITE 20

SITE 23

SITE 22

SITE 24

SITE 15

WELL HOUSE

ACCESS ROAD

GL SITE 7

WELL HOUSE

DUMP STATION

LEGEND

PROPOSED ASPHALT CONCRETE

PAVING (SPURS)

PROPOSED GRAVEL PAVING

(SOCIAL CORE AREAS)

PROPOSED CONCRETE PAVING

(TRASH BIN AREA)

PROPOSED CULVERT AND/OR

CULVERT EXTENSION

SINGLE GATE

BASE BID

EXISTING CULVERT

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text

SCALE: 1"=20'

AutoCAD SHX Text

NEW CULVERT EXTENSION @ STA. 13+24STA. 13+24

AutoCAD SHX Text

NEW CULVERT EXTENSION @ STA. 14+04STA. 14+04

AutoCAD SHX Text

NEW CULVERT EXTENSION @ STA. 14+93STA. 14+93

AutoCAD SHX Text

EX. CULVERT @ STA. 15+78

AutoCAD SHX Text

NEW CULVERT EXTENSION @ STA. 19+16STA. 19+16

AutoCAD SHX Text

NEW CULVERT EXTENSION @ STA. 11+49STA. 11+49

EX. CULVERT @ STA. 10+17

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

5/1 8/2

1 1 1:

N C:

T W

G' S\

\09

-R

-0

2D _G

-8 .D

W G;

R09

EASTERN REGION

RED BLUFF

RECREATION

AREA

NORTH & GROUP

LOOPS

MARK TWAIN

NATIONAL FOREST

POTOSI-FREDERICKTOWN

RANGER DISTRICT

GROUP LOOP SITES

GRADING PLAN

4/30/2021 090505-RDR2021-0004D-G1006

W.KNAACK

M.BROWN

K.CONTARDI

G-06 7 102

GL SITE 2

GL SITE 3

GL SITE 4

GL SITE 5 GL SITE 6

GL SITE 1

GL SITE 9

GL SITE 7

GL SITE 8

TRASH BIN

SITE

GL FEE

SITE

MATCH LINE SEE SHEET G-05

LEGEND

PROPOSED ASPHALT CONCRETE

PAVING (SPURS)

PROPOSED GRAVEL PAVING

(SOCIAL CORE AREAS)

GRADING NOTES:

PROPOSED CONCRETE PAVING

(WALKWAY/TRASH BIN AREA)

PROPOSED CULVERT AND/OR

CULVERT EXTENSION

DOUBLE

GATE

BASE BID

EXISTING CULVERT

AutoCAD SHX Text

12" CMP

AutoCAD SHX Text

INV IN = 891.8

AutoCAD SHX Text

INV OUT = 887.7

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text

SCALE: 1"=20'

AutoCAD SHX Text

EX. CULVERT @ STA. 22+45

AutoCAD SHX Text

EX. CULVERT @ STA. 24+64

AutoCAD SHX Text

EX. CULVERT @ STA. 22+85

AutoCAD SHX Text

PROPOSED WELL HOUSE CULVERT

EX. CULVERT, SEE SHEET G-04 FOR CULVERT EXTENSION

7 8

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

4/2 6/2

1 1 2:

N C:

T W

G' S\

\09

-R

-0

2D _G

-8 .D

W G;

R09

EASTERN REGION

RED BLUFF

RECREATION

AREA

NORTH & GROUP

LOOPS

MARK TWAIN

NATIONAL FOREST

POTOSI-FREDERICKTOWN

RANGER DISTRICT

EROSION CONTROL

PLAN

04/30/2021 090505-RDR2021-0004D-G1007

W.KNAACK

M.BROWN

K.CONTARDI

G-07 8 102

LEGEND

EROSION CONTROL FENCE

EROSION CONTROL IS TYPICAL

COR RESERVES THE RIGHT FOR PLACEMENT AS NEEDED

MISSOURI DOT EROSION CONTROL BEST MANAGEMENT

PRACTICES SHALL HELP DETERMINE LOCATIONS MORE PRECISELY.

SEE L-02 SEEDING AND PLANTING PLAN AND G-08 EROSION CONTROL

DETAILS

w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w

WATTLE PLACEMENT IN DITCHES

BASE BID

AutoCAD SHX Text

12" CMP

AutoCAD SHX Text

INV IN = 891.8

AutoCAD SHX Text

INV OUT = 887.7

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text

SCALE: 1"=40'

EXISTING GRADE

FLOW

MINIMUM HEIGHT FROM

GROUND SURFACE IS 3 FEET

BIODEGRADABLE FILTER FABRIC

SHALL EQUAL TO BIOFENCE BY

ERC/BIOMASS FARMS OF EAST

FREETOWN, MA

EXCAVATE 6"x6" TRENCH UPSLOPE

FROM AND ALONG THE LINE OF

POSTS, EXTEND SILT FENCE INTO

TRENCH, BACKFILL AND COMPACT

EXCAVATED SOIL

POLES

SECTION A SECTION B

SILT FENCE ENDS

COUPLED

FILTER FABRIC EMBEDDED

6" INTO GROUND

NOTES:

1. CONTRACTOR SHALL FOLLOW MANUFACTURER'S INSTRUCTIONS ON INSTALLATION.

2. FENCE AND ALL COMPONENTS SHALL BE BIODEGRADABLE, AND SHALL BE FUNCTIONAL FOR A

MINIMUM OF 1

TO 2 YEARS.

MAINTENANCE:

1. SILT FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY

DURING PROLONGED RAINFALL EVENTS. ANY REPAIRS THAT ARE NECESSARY SHALL BE

MADE IMMEDIATELY.

2. IF THE FABRIC OF THE SILT FENCE SHOULD DECOMPOSE OR BECOME INEFFECTIVE DURING

THE EXPECTED LIFE OF THE FENCE, THE FABRIC SHALL BE REPLACED PROMPTLY.

3. SEDIMENT DEPOSITS SHOULD BE INSPECTED AFTER EVERY STORM EVENT. THE DEPOSITS

SHOULD BE REMOVED WHEN DEPOSITS HAVE REACHED APPROXIMATELY ONE-HALF THE

HEIGHT OF THE BARRIER.

4. SEDIMENT DEPOSITS THAT ARE REMOVED SHALL BE GRADED AND VEGETATED TO CONFORM

WITH THE EXISTING TOPOGRAPHY.

MINIMUM BURIED HEIGHT

IS 1.0 FOOT

JOINING SILT FENCE SECTIONS

NOTES:

1. PLACE THE END POST OF ONE FENCE INSIDE THE

END POST OF THE NEXT FENCE.

2. ROTATE BOTH POSTS AT LEAST 180 DEGREES IN A

CLOCKWISE DIRECTION TO CREATE A TIGHT SEAL

WITH THE FABRIC MATERIAL.

3. DRIVE BOTH POSTS 12 INCHES INTO THE GROUND

AND BURY THE FLAP IN THE TRENCH.

SECTION A SECTION B

SILT FENCE DETAIL

N.T.S.

WATTLES ARE TO BE PLACED

AS SHOWN ON DRAWINGS

FLOW

CHANNEL BOTTOM

WOOD STAKE TO ONLY

PENETRATE NETTING

WOOD STAKE,

" X 1-

" X 24"

MINIMUM DIMENSIONS

FLOW

TYPICAL WATTLE INSTALLATION

WOODEN STAKE DETAIL

TYPICAL INSTALLATION

TYPICAL WATTLE INSTALLATION

SEE STAKE

DETAIL (TYP)

N.T.S.

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

4/2 6/2

1 0 8:

N C:

T W

G' S\

\09

-R

-0

2D _G

-8 .D

W G;

R09

EASTERN REGION

RED BLUFF

RECREATION

AREA

ALL LOOPS

MARK TWAIN

NATIONAL FOREST

POTOSI-FREDERICKTOWN

RANGER DISTRICT

EROSION CONTROL

DETAILS

4/30/2021 090505-RDR2021-0004D-G4008

W.KNAACK

M.BROWN

K.CONTARDI

G-08 9 102

BASE BID,

OPTIONAL BID ITEMS 1 & 3

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

TYPICAL SINGLE CAMP SITE LAYOUT

SCALE: NTS

TYPICAL PULL THROUGH CAMP SITE LAYOUT

SCALE: NTS

CONCRETE WALK

TYP. SECTION

TYPICAL DOUBLE CAMP SITE LAYOUT

SCALE: NTS

CONCRETE DUMPSTER PAD

TYP. SECTION

PARKING LAYOUT/PAINT STRIPES

ACCESSIBILITY SYMBOL

NOTES:

1. PAVEMENT MARKINGS SHALL CONSIST OF EPOXY PAVEMENT

PAINT

2. ALL PAVEMENT MARKINGS SHALL BE WHITE.

1'-0"

ACCESSIBLE PARKING SPACE MARKING

4"x4" SQ. P.T. WOOD POST

SET IN 12" Ø x 36" DEEP CONC.

FOOTING PRIOR TO POURING

FLOOR SLAB. EACH POST (TYP.)

9'-2

EQ EQ

DUMPSTER PLACEMENT AREA

18" MIN. FROM ALL FENCED SIDES

2"x4" P.T. WOOD RAIL NAILER'

TOP, MIDDLE AND BOTTOM

BETWEEN EACH POST (TYP.)

E Q

"x6"x6' CEDAR PICKETS

CONCRETE DUMPSTER PAD

SEE DETAIL THIS SHEET

6' HIGH DUMPSTER SCREEN

"x6"x6' CEDAR PICKETS, 2" CLEAR OF CONCRETE

2"x4" P.T. WOOD RAIL NAILER'

TOP, MIDDLE AND BOTTOM

BETWEEN EACH POST (TYP.)

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

5/4 /21

6 M

W N

W N\

'S \F

\09

-R

-0

-G

-1

0.D W

EASTERN REGION

RED BLUFF

RECREATION

AREA

ALL LOOPS

MARK TWAIN

NATIONAL FOREST

POTOSI-FREDRICKTOWN

RANGER DISTRICT

SITE DETAILS

4/ 30/2021 090505-RDR2021-0004D-G5009

M.BROWN

K.CONTARDI

G-09 10 102

BASE BID,

OPTIONAL

BID ITEMS

1,3 & 4

AutoCAD SHX Text 18'x30' SOCIAL CORE AREA LAYOUT

AutoCAD SHX Text

AutoCAD SHX Text G-11

AutoCAD SHX Text MAINTAIN A 2% SLOPE IN DIRECTION OF PREVAILING EX. GRADE OR AS DIRECTED BY C.O.R.

AutoCAD SHX Text

CAMP SPUR PAVEMENT DETAIL

AutoCAD SHX Text

CAMP SITE LOOP ROAD (EXISTING PAVEMENT)

AutoCAD SHX Text

1' SHOULDER ALONG LOOP ROAD (TYP)

AutoCAD SHX Text

TRAFFIC DIRECTION

AutoCAD SHX Text EXCAVATE AND REMOVE EXISTING NATIVE MATERIAL TO DEPTH NECESSARY TO FACILITATE CONSTRUCTION OF SOCIAL CORE AREAS.

AutoCAD SHX Text

CAMP SITE NUMBER POST

AutoCAD SHX Text

AutoCAD SHX Text L-04

AutoCAD SHX Text

ELECTRIC PEDESTAL

AutoCAD SHX Text 1,3

AutoCAD SHX Text E-08

AutoCAD SHX Text

WHEEL STOP, LOCATE AS DIRECTED BY COR

AutoCAD SHX Text 2,3

AutoCAD SHX Text G-10

AutoCAD SHX Text

SEE P-11 FOR HOST SITE SEPTIC HOLDING TANK DETAILS

AutoCAD SHX Text

SEE P-11 FOR HOST SITE SPIGOT LOCATION & P-07 FOR SPIGOT DETAIL

AutoCAD SHX Text

AutoCAD SHX Text L-04

AutoCAD SHX Text

TRAFFIC DIRECTION

AutoCAD SHX Text MAINTAIN A 2% SLOPE IN DIRECTION OF PREVAILING EX. GRADE OR AS DIRECTED BY C.O.R.

AutoCAD SHX Text 18'x30' SOCIAL CORE AREA, LOCATION & ORIENTATION VARIES PER SITE, SEE L-01

AutoCAD SHX Text

AutoCAD SHX Text G-11

AutoCAD SHX Text

1' SHOULDER ALONG ROAD (TYP)

AutoCAD SHX Text

60' (SINGLE) 120' (DOUBLE)

AutoCAD SHX Text

60' (SINGLE) 120' (DOUBLE)

AutoCAD SHX Text

CAMP SITE LOOP ROAD (EXISTING PAVEMENT)

AutoCAD SHX Text EXCAVATE AND REMOVE EXISTING NATIVE MATERIAL TO DEPTH NECESSARY TO FACILITATE CONSTRUCTION OF SOCIAL CORE AREAS.

AutoCAD SHX Text

ELECTRIC PEDESTAL

AutoCAD SHX Text 1,3

AutoCAD SHX Text E-08

AutoCAD SHX Text

CAMP SITE NUMBER POST

AutoCAD SHX Text

AutoCAD SHX Text L-04

AutoCAD SHX Text

CAMP SPUR PAVEMENT DETAIL

AutoCAD SHX Text 2,3

AutoCAD SHX Text G-10

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text

6" X 6" # W2.9/2.9 W.W.M., 2" CLR

AutoCAD SHX Text

4" CONCRETE WALK SOFT BRISTLE BROOM FINISH PERPENDICULAR TO WALK

AutoCAD SHX Text PREFORMED JOINT FILLER 1/2" EXPANSION JOINT, 20' O.C. MAX. (LOC. TO MATCH ADJ. SCORE LINE IF PRESENT)

AutoCAD SHX Text 4"

AutoCAD SHX Text NOTES: 1. EXPANSION JOINT SPACING - 20-25' O.C. UNLESS OTHERWISE NOTED; EXPANSION JOINT SPACING - 20-25' O.C. UNLESS OTHERWISE NOTED; 2. SCORE JOINT SPACING - 5' O.C. NOMINAL UNLESS OTHERWISE NOTED; SCORE JOINT SPACING - 5' O.C. NOMINAL UNLESS OTHERWISE NOTED; 3. CROSS SLOPE 1/8" TO 1/4" PER FOOT; CROSS SLOPE 1/8" TO 1/4" PER FOOT; 4. MAX SLOPE ALONG LENGTH OF WALK SHOULD NOT EXCEED 1:20;MAX SLOPE ALONG LENGTH OF WALK SHOULD NOT EXCEED 1:20;

AutoCAD SHX Text 4"

AutoCAD SHX Text

JOINT SEAL

AutoCAD SHX Text

GRANULAR MATERIAL, (SIZE NO.4) TYPE E

AutoCAD SHX Text COMPACTION OF (SIZE NO.4) GRANULAR MATERIAL, TYPE E, SHALL COMPLY W/ SOIL & GRANULAR EMBANKMENT

AutoCAD SHX Text

SUBGRADE COMPACTION

AutoCAD SHX Text

DOUBLE SOCIAL CORE AREA

AutoCAD SHX Text

AutoCAD SHX Text L-07

AutoCAD SHX Text MAINTAIN A 2% SLOPE IN DIRECTION OF PREVAILING EX. GRADE OR AS DIRECTED BY C.O.R.

AutoCAD SHX Text

CAMP SITE LOOP ROAD (EXISTING PAVEMENT)

AutoCAD SHX Text

1' SHOULDER ALONG LOOP ROAD (TYP)

AutoCAD SHX Text

TRAFFIC DIRECTION

AutoCAD SHX Text

CAMP SITE NUMBER POST

AutoCAD SHX Text

AutoCAD SHX Text L-04

AutoCAD SHX Text EXCAVATE AND REMOVE EXISTING NATIVE MATERIAL TO DEPTH NECESSARY TO FACILITATE CONSTRUCTION OF SOCIAL CORE AREAS.

AutoCAD SHX Text

ELECTRIC PEDESTAL

AutoCAD SHX Text 1,3

AutoCAD SHX Text E-08

AutoCAD SHX Text

WHEEL STOPS, LOCATE AS DIRECTED BY COR

AutoCAD SHX Text

AutoCAD SHX Text L-04

AutoCAD SHX Text

DOUBLE CAMP SPUR PAVEMENT DETAIL

AutoCAD SHX Text 2,3

AutoCAD SHX Text G-10

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text

6" X 6" # W2.9/2.9 W.W.M., 2" CLR

AutoCAD SHX Text

6" CONCRETE DUMPSTER PAD SOFT BRISTLE BROOM FINISH PERPENDICULAR TO ROAD

AutoCAD SHX Text PREFORMED JOINT FILLER 1/2" EXPANSION JOINT, 20' O.C. MAX. (LOC. TO MATCH ADJ. SCORE LINE IF PRESENT)

AutoCAD SHX Text 6"

AutoCAD SHX Text NOTES: 1. EXPANSION JOINT SPACING - 20-25' O.C. UNLESS OTHERWISE NOTED; EXPANSION JOINT SPACING - 20-25' O.C. UNLESS OTHERWISE NOTED; 2. SCORE JOINT SPACING - 5' O.C. NOMINAL UNLESS OTHERWISE NOTED; SCORE JOINT SPACING - 5' O.C. NOMINAL UNLESS OTHERWISE NOTED; 3. CROSS SLOPE 1/8" TO 1/4" PER FOOT; CROSS SLOPE 1/8" TO 1/4" PER FOOT; 4. MAX SLOPE ALONG LENGTH OF PAD SHOULD NOT EXCEED 1:20;MAX SLOPE ALONG LENGTH OF PAD SHOULD NOT EXCEED 1:20;

AutoCAD SHX Text 4"

AutoCAD SHX Text

JOINT SEAL

AutoCAD SHX Text

GRANULAR MATERIAL, (SIZE NO.4) TYPE E

AutoCAD SHX Text COMPACTION OF (SIZE NO.4) GRANULAR MATERIAL, TYPE E, SHALL COMPLY W/ SOIL & GRANULAR EMBANKMENT

AutoCAD SHX Text

SUBGRADE COMPACTION

AutoCAD SHX Text

BARRIER FREE PARKING SYMBOL

AutoCAD SHX Text

4" BLUE STRIPE AT BARRIER FREE SPACES (TYP)

AutoCAD SHX Text

4" WHITE STRIPE AT STANDARD SPACES (TYP)

AutoCAD SHX Text

WHEEL STOP (TYP)

AutoCAD SHX Text

EDGE OF PAVEMENT

AutoCAD SHX Text

BARRIER FREE PARKING SIGN

AutoCAD SHX Text NOTES: 1. BARRIER FREE PARKING SPACE TO CONFORM TO BARRIER FREE PARKING SPACE TO CONFORM TO STATE AND LOCAL CODES AND REQUIREMENTS 2. STANDARD PARKING SPACES TO CONFORM TO STATE STANDARD PARKING SPACES TO CONFORM TO STATE AND LOCAL CODES AND REQUIREMENTS 3. STRIPING COLOR AND THICKNESS TO CONFORM TO STRIPING COLOR AND THICKNESS TO CONFORM TO STATE AND LOCAL CODES AND REQUIREMENTS

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text

AutoCAD SHX Text L-04

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text NOTES: 1. TREAT ALL CUT COMPONENTS OF FENCING MATERIALS WITH WOOD PRESERVATIVE AS TREAT ALL CUT COMPONENTS OF FENCING MATERIALS WITH WOOD PRESERVATIVE AS APPROVED BY COR 2. WOOD NAILERS FOR THE CEDAR PICKETS ARE TO BE SPACED EQUALLY WOOD NAILERS FOR THE CEDAR PICKETS ARE TO BE SPACED EQUALLY 3. PICKETS SHALL BE ATTACHED TO THE NAILERS SO THAT THEY ARE VIEWED FROM THE PICKETS SHALL BE ATTACHED TO THE NAILERS SO THAT THEY ARE VIEWED FROM THE EXTERIOR OF THE ENCLOSURE 4. COORDINATE WITH COR AS TO EXACT PLACEMENT OF PAD AND ENCLOSURE SO THAT COORDINATE WITH COR AS TO EXACT PLACEMENT OF PAD AND ENCLOSURE SO THAT THERE IS ADEQUATE SIGHT DISTANCE AT THE INTERSECTION WITH THE MAIN ROAD.

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

TYPICAL SECTION - PINE BLUFF MAIN ROAD

SCALE: NTS

OPTIONAL BID ITEM NO. 3

FILL BANK WITH EXCAVATED

MATERIAL FREE OF STONES

GREATER THAN 3" AND

ORGANICS, (TYP)

6" THICK COMPACTED GRAVEL

ITEM 30107 TYPE D GRAVEL

FINISHED GRADE

EXISTING GRADE

CUT BANK (TYP)

COMPACTED

SUBGRADE

CAMP SPUR PARKING SECTION

SCALE: NTS

2" BITUMINOUS FINISH

COURSE

2" BITUMINOUS

BINDER COURSE

HOT MIXED ASPHALT PAVEMENT KEY

SCALE: NTS

12"12"

CAMP SPUR/EXISTING ROAD PAVEMENT

12' GRAVEL SHOULDER

WITH 2% CROSS SLOPE (TYP)

(MEET NEW ASPHALT P'MENT)

SEE SHEET G-01 GENERAL NOTE 4

FOR AGGREGATE SPECFICATIONS

TESTING CRITERIA

TOPSOIL & SEED,

VARIES (TYP),

SEE GRADING PLAN

PAVEMENT

SECTION

SEE DETAIL

PAVEMENT TRANSITION / SHOULDER DETAIL

SCALE: NTS

NOTE: FOR TOPSOIL, USE ONSITE

STOCKPILED TOPSOIL

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

5/4 /21

5 M

W N

W N\

'S \F

\09

-R

-0

-G

-1

0.D W

EASTERN REGION

RED BLUFF

RECREATION

AREA

ALL LOOPS

MARK TWAIN

NATIONAL FOREST

POTOSI-FREDRICKTOWN

RANGER DISTRICT

SITE DETAILS

ASPHALT PAVING

4/30/2021 090505-RDR2021-0004D-G5010

M.BROWN

K.CONTARDI

G-10 11 102

BASE BID,

OPTIONAL BID ITEMS 1, 3 & 4

AutoCAD SHX Text

HORIZONTAL CLEARING LIMITS - WIDTH VARIES

AutoCAD SHX Text

12" GRAVEL SHOULDER WITH 2% CROSS SLOPE (TYP)

AutoCAD SHX Text

18' MAIN ROAD, 12' SITE LOOP ROAD, WITH 2% CROSS SLOPE (TYP)

AutoCAD SHX Text

12" GRAVEL SHOULDER WITH 2% CROSS SLOPE (TYP)

AutoCAD SHX Text

TRIM BRANCHES FLUSH WITH GROWTH COLLAR RATHER THAN REMOVE TREE (TYP)

AutoCAD SHX Text

CUT (TYP)

AutoCAD SHX Text EXISTING TREE OR SHRUB TO REMAIN AND BE PROTECTED. TRIM BRANCHES AS NECESSARY TO MEET HORIZONTAL CLEARING LIMITS (TYP)

AutoCAD SHX Text

COMPACTED SUBGRADE (TYP)

AutoCAD SHX Text

EXISTING AGGREGATE SUBBASE DEPTH VARIES

AutoCAD SHX Text

EXISTING GRADE (TYP)

AutoCAD SHX Text

FINISHED GRADE (TYP)

AutoCAD SHX Text

2" BITUMINOUS FINISH COURSE

AutoCAD SHX Text

2" BITUMINOUS BINDER COURSE

AutoCAD SHX Text

2% CROSS SLOPE

AutoCAD SHX Text

TOPSOIL & SEED AS SPECIFIED (TYP)

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text

TOPSOIL & SEED RESTORATION LIMITS VARIES (TYP). SEE GRADING PLAN

AutoCAD SHX Text

REFER TO PAVEMENT TRANSITION/ SHOULDER DETAIL (TYP)

AutoCAD SHX Text

AutoCAD SHX Text G-10

AutoCAD SHX Text

2% CROSS SLOPE

AutoCAD SHX Text

3" MIX OF PULVERIZED ASPHALT AND CRUSHED AGGREGATE

AutoCAD SHX Text

4" TOPSOIL & SEED RESTORATION LIMITS VARIES (TYP). SEE GRADING PLAN

AutoCAD SHX Text

16' EX. MAIN ROAD, 10' EX. SITE LOOP ROAD, WITH 2% CROSS SLOPE (TYP)

AutoCAD SHX Text

CRUSHED AGGREGATE SUBBASE DEPTH VARIES (UNDER 12" SHOULDER & 12" ROAD WIDENING)

AutoCAD SHX Text

CRUSHED AGGREGATE SUBBASE DEPTH VARIES (UNDER 12" SHOULDER & 12" ROAD WIDENING)

AutoCAD SHX Text

NOTE: FOR TOPSOIL, USE ONSITE STOCKPILED TOPSOIL

AutoCAD SHX Text

2% SLOPE

AutoCAD SHX Text

2% SLOPE

AutoCAD SHX Text

EXISTING ROAD PAVEMENT

AutoCAD SHX Text

PROPOSED SPUR PAVEMENT

AutoCAD SHX Text

EXISTING BASE MATERIAL

AutoCAD SHX Text

KEYED PAVEMENT TO BE FLUSH W/ EXISTING PAVEMENT TO REMAIN

AutoCAD SHX Text

2" MINIMUM DEEP KEY INTO EXISTING P'MENT

AutoCAD SHX Text

2" BITUMINOUS BINDER COURSE

AutoCAD SHX Text

2" BITUMINOUS FINISH COURSE

AutoCAD SHX Text

SUBGRADE COMPACTED TO 90% STD. PROCTOR

AutoCAD SHX Text

SEE GRADING PLAN FOR PAVEMENT PITCH

AutoCAD SHX Text

6"CRUSHED AGGREGATE BASE COURSE

AutoCAD SHX Text

REFER TO PLANS

AutoCAD SHX Text

SAW-CUT EXISTING PAVEMENT (SUBSIDIARY TO PAVEMENT)

AutoCAD SHX Text MILL EXISTING PAVEMENT TO TOP OF A NEW ASPHALT BASE COURSE (SUBSIDIARY TO PAVEMENT)

AutoCAD SHX Text

NOTE: : PAVEMENT KEY TO BE INCLUDED IN BID PRICE FOR ITEM 40315 PAVEMENT

AutoCAD SHX Text

FINISHED GRADE (TYP)

AutoCAD SHX Text

2% CROSS SLOPE

AutoCAD SHX Text

EXISTING SUBBASE DEPTH VARIES

AutoCAD SHX Text

3" PULVERIZED ASPHALT & CRUSHED AGGREGATE BASE COURSE

AutoCAD SHX Text

COMPACTED SUBGRADE (TYP)

AutoCAD SHX Text

12" MIN. CRUSHED AGGREGATE SUBBASE UNDER NEW ROAD WIDTH

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

25'x25' Social Core Area Installation Plan (TYP.)

Plan View No Scale

Social Core Area & Walkway Surface Detail

Cross Section B View No Scale

CUT BANK (TYP.)

FILL BANK (TYP.)

3" COMPACTED 3/8" MINUS

FINISHED GRADE

COMPACTED SUBGRADE

EXISTING GRADE

3" COMPACTED 3/4" MINUS

FINISHED GRADE

DESIGNATED TENT PAD AREA (TYP.)

ABA/FSORAG

COMPLIANT FIRE RING

B B'

SOCIAL AREA CORE PLAN (TYP.)

Cross Section - Elevation View No Scale

CIRCULAR CONCRETE FOOTING

2% SLOPE

FSORAG/Barrier Free Fire Ring Detail (Typ.)

Cross Section A View

No Scale

A A'

FINISHED GRADE

9" CONCRETE FOOTING

COMPACTED SUBGRADE

15" ANCHOR

6" COMPACTED 3/4 MINUS

3'-3" to 4'-5"

2'-9" to 3'-11" 2"

CRUSHED ROCK

ROUTE SMOOTH

CORNERS

SET AT

8"DIA. FOOTING

No. 3 REBAR

12"

& 12" CONCRETE BLOCK (TYP.)

SECURE TABLE WITH GALV. CHAIN

PICNIC TABLE

ABA/FSORAG COMPLIANT

PICNIC TABLE

ABA/FSORAG COMPLIANT

& 12" CONCRETE BLOCK (TYP.)

SECURE TABLE WITH GALV. CHAIN

Double Unit Social Core Area Installation Plan (TYP.)

Plan View No Scale

2% SLOPE

DESIGNATED TENT PAD AREA (TYP.)

CIRCULAR CONCRETE

A A

8"DIA. FOOTING

No. 3 REBAR

PICNIC TABLE

ABA/FSORAG COMPLIANT

& 12" CONCRETE BLOCK (TYP.)

SECURE TABLE WITH GALV. CHAIN

DESIGNATED TENT PAD AREA (TYP.)

2% SLOPE

P I C

N I C

L E

A B

A F

S O

R A

O M

P L

I A

N T

O N

C R

E T

L O

C K

Y P

S E

C U

I T

A L

H A

I N

P E

DESIGNATED TENT PAD AREA (TYP.)

ABA/FSORAG

COMPLIANT FIRE RING

A A

' 8"DIA. FOOTING

No. 3 REBAR

18'x30' Single Unit Social Core Area Installation Plan (TYP.)

Plan View No Scale

LANTERN

POST

(GOVERNMENT

NOTES:

1. SOCIAL CORE AREA LOCATION AND ORIENTATION MAY VARY FROM SITE TO

SITE, SEE SITE PLAN SHEETS

2. LAYOUT EXTENTS OF SOCIAL CORE AREA AND AMENITIES AS SHOWN

ABOVE OR AS DIRECTED BY COR.

3. SEE SHEET G-01 GENERAL NOTE 4 FOR AGGREGATE SPECIFICATIONS

CRITERIA

G -1

NOTE: ABA/FSORAG COMPLIANT FIRE

RINGS TO BE PURCHASED AND

INSTALLED BY THE GOVERNMENT

O V

E R

N M

E N

U R

N I S

H E

I N

S T

A L

L E

LANTERN POST

(GOVERNMENT

FURNISHED &

INSTALLED)

LANTERN POST

(GOVERNMENT

FURNISHED &

INSTALLED)

(GOVERNMENT FURNISHED

& INSTALLED)

(GOVERNMENT FURNISHED

& INSTALLED)

A A

(GOVERNMENT FURNISHED

& INSTALLED)

ALL EXPOSED

PINS

12" OC

ABA/FSORAG

COMPLIANT FIRE RING

(GOVERNMENT FURNISHED

& INSTALLED)

ABA/FSORAG

COMPLIANT FIRE RING

(GOVERNMENT FURNISHED

& INSTALLED)

FURNISHED)

(GOVERNMENT FURNISHED

& INSTALLED)

(GOVERNMENT FURNISHED

& INSTALLED)

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

5/4 /21

9 M

W N

W N\

'S \F

\09

-R

-0

-G

W G;

EASTERN REGION

RED BLUFF

RECREATION

AREA

ALL LOOPS

MARK TWAIN

NATIONAL FOREST

POTOSI-FREDERICKBURG

RANGER DISTRICT

SOCIAL CORE DETAILS

4/30/2021 090505-RDR2021-0004D-G5011

M.BROWN

K.CONTARDI

G-11 12 102

BASE BID,

OPTIONAL BID ITEMS 1&3

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

870.00

875.00

880.00

1+00

2+00

E L

E V

A T

I O

E E

OFFSET (FEET)

1+37.51

0 10 20 30 40 500

O F

E L

E V

O F

E L

E V

O F

E L

E V

O F

E L

E V

O F

E L

E V

O F

E L

E V

O F

E L

E V

O F

E L

E V

O F

E L

E V

O F

E L

E V

O F

E L

E V

E L

E V

A T

I O

E E

OFFSET (FEET)

1+37.51

0 10 20 30 40 500

O F

E L

E V

O F

E L

E V

O F

E L

E V

O F

E L

E V

O F

E L

E V

O F

E L

E V

O F

E L

E V

O F

E L

E V

O F

E L

E V

O F

E L

E V

O F

E L

E V

E L

E V

A T

I O

E E

OFFSET (FEET)

1+37.51

0 10 20 30 40 500

O F

E L

E V

O F

E L

E V

O F

E L

E V

O F

E L

E V

O F

E L

E V

O F

E L

E V

O F

E L

E V

O F

E L

E V

O F

E L

E V

O F

E L

E V

O F

E L

E V

E L

E V

A T

I O

E E

OFFSET (FEET)

1+37.51

0 10 20 30 40 500

O F

E L

E V

O F

E L

E V

O F

E L

E V

O F

E L

E V

O F

E L

E V

O F

E L

E V

O F

E L

E V

O F

E L

E V

O F

E L

E V

O F

E L

E V

O F

E L

E V

E L E

V A

T I O

E E

OFFSET (FEET)

1+87.17

0 10 20 30 40 500

O F

E L E

O F

E L E

O F

E L E

O F

E L E

O F

E L E

O F

E L E

O F

E L E

O F

E L E

O F

E L E

V A

T I O

E E

OFFSET (FEET)

1+87.17

0 10 20 30 40 500

O F

E L E

O F

E L E

O F

E L E

O F

E L E

O F

E L E

O F

E L E

O F

E L E

O F

E L E

O F

E L E

V A

T I O

E E

OFFSET (FEET)

1+87.17

0 10 20 30 40 500

O F

E L E

O F

E L E

O F

E L E

O F

E L E

O F

E L E

O F

E L E

O F

E L E

O F

E L E

O F

E L E

V A

T I O

E E

OFFSET (FEET)

1+87.17

0 10 20 30 40 500

O F

E L E

O F

E L E

O F

E L E

O F

E L E

O F

E L E

O F

E L E

O F

E L E

O F

E L E

O F

E L E

E L

E V

A T

I O

E E

OFFSET (FEET)

2+16.24

0 10 20 30 40 500

O F

E L

E V

O F

E L

E V

O F

E L

E V

O F

E L

E V

O F

E L

E V

O F

E L

E V

O F

E L

E V

E L

E V

A T

I O

E E

OFFSET (FEET)

2+16.24

0 10 20 30 40 500

O F

E L

E V

O F

E L

E V

O F

E L

E V

O F

E L

E V

O F

E L

E V

O F

E L

E V

O F

E L

E V

E L

E V

A T

I O

E E

OFFSET (FEET)

2+16.24

0 10 20 30 40 500

O F

E L

E V

O F

E L

E V

O F

E L

E V

O F

E L

E V

O F

E L

E V

O F

E L

E V

O F

E L

E V

E L

E V

A T

I O

E E

OFFSET (FEET)

2+16.24

0 10 20 30 40 500

O F

E L

E V

O F

E L

E V

O F

E L

E V

O F

E L

E V

O F

E L

E V

O F

E L

E V

O F

E L

E V

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

4/7 /21

9 M

W N

W N\

'S \F

\09

-R

-0

-8

.D W

R09

EASTERN…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Jul 14, 2021.